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Tension force and structural parameter identification of bridge cables
W. Liao
,
Yiqing Ni
, G. Zheng
The Hong Kong Polytechnic University
Department of Civil and Environmental Engineering
Research output
:
Journal article publication
›
Journal article
›
Academic research
›
peer-review
53
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Citations (Scopus)
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Keyphrases
Cable
100%
Bridge Cable
100%
Tension Force
100%
Structural Parameter Identification
100%
Cable Tension
75%
Modal Frequency
75%
Empirical Formula
50%
Cable-stayed Bridge
50%
Finite Element Model
50%
Damper
50%
Simultaneous Identification
50%
Multimodality
25%
In Situ
25%
Measurement Error
25%
Vibration Measurement
25%
Material Parameters
25%
Geometric Parameters
25%
Lumped Mass
25%
Model Errors
25%
Parameter Identification
25%
Condition Assessment
25%
Dongting Lake
25%
Flexural Rigidity
25%
Spatial Variability
25%
Ambient Vibration Test
25%
Identification Accuracy
25%
Material Boundary
25%
Nonlinear Least Squares Optimization
25%
Dynamic Tension
25%
Evaluation Assessment
25%
Intermediate Support
25%
Theory Formula
25%
Taut String Theory
25%
Engineering
Structural Parameter
100%
Bridge Cables
100%
Tension Force
100%
Cable Tension
60%
Boundary Condition
60%
Finite Element Modeling
40%
Vibration Measurement
40%
Cable Stayed Bridges
20%
Geometric Parameter
20%
Structural Boundary
20%
Lumped Mass
20%
Material Parameter
20%
Condition Assessment
20%
Flexural Rigidity
20%
Modeling Error
20%
Intermediate Support
20%
Illustrates
20%
Least Square
20%
Measurement Error
20%
Extensibility
20%
Reference Model
20%